JMA02P00301 262 270 MAIN STREET

59 LF 15"Ø RCP PIPE POROUS PAVEMENT B NOTES: @ 0.5% SLOPE TOP OF STORAGE ELEV. = 99.50 1. ALL MATERIAL, REPAIR STRIPS, AND EXCAVATION FOR DRIVEWAY CONSTRUCTION TO BE INCLUDED IN THE BID P L A N S W H I C H D O N O T B E A R AN EMBOSSED SEAL ARE NOT VALID. BOTTOM OF STORAGE ELEV. = 97.00 PRICE FOR HMA DRIVEWAY, CONCRETE DRIVEWAY, OR CONCRETE CURB. 100.4 2. USE HMA SURFACE COURSE FOR HMA DRIVEWAY. MANHOLE #1 3. CONSTRUCT 5 FEET LONG DRIVEWAY UNLESS OTHERWISE SHOWN ON PLANS OR AS DIRECTED. ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING,

EET LONG DRIVEWAY UNLESS OTHERWISE SHOWN ON PLANS OR AS DIRECTED. ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, 101 RIM 100.95 4. MAINTAIN EXISTING DIRECTION OF FLOW ON DRIVEWAY. LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE 100.95 PROJECT. THEY ARE NOT INTENDED OR REPRESENTED INV. 96.21 MAXIMUM SLOPE 5. USE DENSE GRADED AGGREGATE BASE COURSE TO PROVIDE TEMPORARY ACCESS DURING DRIVEWAY TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

SUITABLE FOR REUSE BY OWNER OR OTHERS ON 1" 72'-72 E X T E N S I ON S OF T HE P R O JE C T O R O N A N Y OT HE R CONSTRUCTION. OUTLET CONTROL PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION 2% ADA 6. DENSE GRADED AGGREGATE BASE COURSE. OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE PROPOSED CULTEC R-180HD

PROPOSED CULTEC R-180HD STRUCTURE B3 SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE OUTLET CONTROL 7. WHERE SIDEWALK CROSSES DRIVEWAY PROVIDE A 2% MAXIMUM SIDEWALK CROSS SLOPE WITHIN DRIVEWAY UNDERGROUND BASIN A 100.73 GR ELEV. = 101.00 RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO STRUCTURE B1 AREA. HUDSON ENGINEERING, LLC; AND OWNER SHALL 88 TOTAL CHAMBERS INVERT ELEV. = 96.27 INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING,

INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, GR ELEV. = 100.90 29.5' W X 72.63' L LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND MAXIMUM SLOPE 98.9 INVERT ELEV. = 96.27 EXPENSES ARISING OUT OF OR RESULTING THEREFROM STONE INVERT = 95.70 TC:100.96 12 LF 15"Ø RCP PIPE 2% ADA BC:100.46 12 LF 15"Ø RCP

DA BC:100.46 12 LF 15"Ø RCP PIPE @ 0.5% SLOPE BY CHK @ 0.5% SLOPE ---- ----

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---- ---- JC C:0.50 FIRST FLOOR 02 TYPICAL PAVEMENT DETAIL

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